Sample Record for 2025-04-17-68
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001208 DEA: 022K6204 EFIS: 0225000120
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-46.6/46.6
Work Description: Siskiyou 96 Potential Landslide DO Storm Damage
Location Description: IN SISKIYOU COUNTY NEAR HAPPY CAMP AT 2.3 MILES EAST OF GORDONS FERRY ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-04-17-68
TL Number from the TL Form: 823563
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79857
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 9
DIME Test ID: 2025-04-17-68-1
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 04/29/2025
Date Tested: 04/22/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: MC=0.11%.
Test performed five days after sampling.
Test Result Compliance: complies
Additional Comments When Verified:
|
Moisture Content
|
0.11 %
|
|
Percent Change
|
no data0 %
|
Test 2 of 9
DIME Test ID: 2025-04-17-68-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 05/08/2025. The corrected test ID is: 2025-04-17-68-8
Reason: retested
Test 3 of 9
DIME Test ID: 2025-04-17-68-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/29/2025
Date Tested: 04/17/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.606
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
|
Mechanical Agitation - Method A
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Mass of container filled with water
|
7332.2 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2558.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8908.7 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.606
|
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Theoretical maximum density at 25°C (77°F)
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2598.4 kg/m^3
|
Test 4 of 9
DIME Test ID: 2025-04-17-68-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/29/2025
Date Tested: 04/22/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.467
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.463
|
|
Bulk Specific Gravity 2
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2.464
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Bulk Specific Gravity 3
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2.475
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Average Bulk Specific Gravity
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2.467
|
Test 5 of 9
DIME Test ID: 2025-04-17-68-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 05/08/2025. The corrected test ID is: 2025-04-17-68-9
Reason: retested
Test 6 of 9
DIME Test ID: 2025-04-17-68-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/08/2025
Date Tested: 05/01/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=198psi,
S2=183psi,
TSR=92%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
198 psi
|
|
Average Wet Tensile Strength
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183 psi
|
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Tensile Strength Ratio
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0.92
|
Test 7 of 9
DIME Test ID: 2025-04-17-68-8
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 05/08/2025
Date Tested: 05/06/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=4.16%, New Correction determined on 2025-05-06. Binder content result remains virtually the same.
The test was superseded from test ID: 2025-04-17-68-2
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3029.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5107.6 g
|
|
Mass of HMA Sample prior to ignition
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2078.3 g
|
|
Corrected Asphalt Binder Content
|
4.16 %
|
|
Mass Loss
|
100.1 g
|
|
Mass of aggregate remaining after ignition
|
1978.2 g
|
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Correction Factor (Percent by mass of HMA Specimen)
|
0.53 %
|
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Moisture Content
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no data0 %
|
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Temperature Compensation Factor
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0.13 %
|
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Test Temperature
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538 C
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Test 8 of 9
DIME Test ID: 2025-04-17-68-9
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/08/2025
Date Tested: 05/08/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: AASHTO T 269:
Pa=5.3%;
MS-2:
VMA=13.6%,
VFA=61.0%,
DP=1.6;
The air voids have not been changed, but the volumetric properties were recalculated with aggregate specific gravities from new samples and the new binder content.
The test was superseded from test ID: 2025-04-17-68-5
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
5.5 %
|
|
Percent Air Voids 2
|
5.4 %
|
|
Percent Air Voids 3
|
5 %
|
|
Average Percent Air Voids
|
5.3 %
|
Test 9 of 9
DIME Test ID: 2025-04-17-68-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/08/2025
Date Tested: 04/28/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: CT 360:
SA=0.5g/cm²;
CT 389:
Nf>15000,
SIP>15000
Test Result Compliance: does not comply
Additional Comments When Verified:
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Specimen Preparation Method
|
no data
|
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Test Temperature
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122 F
|
|
Air Void Content for specimen A-1
|
no data
|
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Air Void Content for specimen A-2
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no data
|
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Air Void Content for specimen B-1
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no data
|
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Air Void Content for specimen B-2
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no data
|
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Stripping Inflection Point (Wheel A)
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>15000
|
|
Stripping Inflection Point (Wheel B)
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>15000
|
|
Maximum impression at 5000 passes (left wheel)
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1.37 mm
|
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Maximum impression at 5000 passes (right wheel)
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1.28 mm
|
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Average impression at 5000 passes (left/right avg)
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1.33 mm
|
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Maximum impression at 10000 passes (left wheel)
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1.62 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.6 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.61 mm
|
|
Maximum impression at 15000 passes (left wheel)
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1.81 mm
|
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Maximum impression at 15000 passes (right wheel)
|
1.88 mm
|
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Average impression at 15000 passes (left/right avg)
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1.85 mm
|
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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